Earticle

초록

영어

The requirements for inelastic lateral buckling restraint of H-section beams or beams restrained at top flange are reviewed.
This study permits the finite element method can be applied on the problems of lateral buckling of beams under various
conditions of loading, location of load, and end restraint. The accuracy and convergence of the suggesting method is
demonstrated by studying the structural behavior of the lateral buckling of simply supported beams with non restraint, beams
with a central elastic restraint possessing either lateral or torsional stiffness, and beams with restraint by deck plate attached to
top flange. The results of this finite element study are in reasonable agreement with previous approximate method suggested by
Clark, Lawson and Mutton. Also it is compared with the experimental result of Lawson's test.

목차

ABSTRACT
 1. 서론
  1.1 연구의 목적
  1.2 연구의 범위 및 방법
 2. H-형강 보의 횡좌굴 이론 및 근사 해석
 3. 유한 요소법에 의한 보의 횡좌굴 해석
  3.1 변위 함수의 가정
  3.2 강성 행렬과 기하 강성 행렬
  3.3 보강요소에 대한 강성행렬의 유도
 4. 예제 적용 및 분석
  4.1 보강이 없는 보
  4.2 보강된 보의 탄성 좌굴 해석
  4.3 구속재 강성에 따른 보강효과
 5. 결론
 참고문헌

저자

• 김주원 [ Kim, Ju-Won | 정회원, 동명대학교 건축공학과 전임강사, 공학박사 ]

참고문헌